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|Title:||Effects of anisotropic versus isotropic consolidation in consolidated-undrained triaxial compression tests of cohesive soils|
|Authors:||United States. Army. Corps of Engineers. Lower Mississippi Valley Division.|
Donaghe, Robert T.
Townsend, Frank C.
Triaxial shear tests
|Publisher:||Soils and Pavements Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
Partial Abstract: The result s of a series of consolidated-undrained (CU) triaxial compression tests performed on normally consolidated and overconsolidated specimens of two clays consolidated both isotropically (ICU tests) and anisotropically (ACU tests) are presented and analyzed in this report. The specimens were trimmed from samples of Vicksburg Buckshot clay (LL = 57) and a clay from the East Atchafalaya Basin Protection Levee (EABPL) project area (LL= 79), both of which had been consolidated from a slurry in large-diameter consolidometers under a maximum vertical consolidation pressure of 3.0 kg/cm².
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